12.16 Consider a continuous flight auger pile in a sandy soil de- posit 10 m long with a diameter of 0.45 m. Following is the variation of standard penetration resistance values (N60) with depth. Depth (m) 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 17.0 18.5 20.0 N60 6 7 5 8 10 10 13 15 18 20 17 18 21 Estimate the ultimate load-carrying capacity of the pile. Assume unit weight of soil, y = 15.5 kN/m³.
12.16 Consider a continuous flight auger pile in a sandy soil de- posit 10 m long with a diameter of 0.45 m. Following is the variation of standard penetration resistance values (N60) with depth. Depth (m) 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 17.0 18.5 20.0 N60 6 7 5 8 10 10 13 15 18 20 17 18 21 Estimate the ultimate load-carrying capacity of the pile. Assume unit weight of soil, y = 15.5 kN/m³.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter9: Pile Foundations
Section: Chapter Questions
Problem 9.6P
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